Concrete Block Calculator
Block, mortar and rebar counts for a wall.
Landscaping & Outdoor
Enter your wall length, exposed height, buried courses and block size to estimate the retaining wall blocks you need, along with the base gravel and drainage stone behind the wall.
Your result
Sample values240
Blocks
6
Courses
3.0
Tons of base gravel
5.9
Tons of drainage stone
| Item | Quantity |
|---|---|
| Wall block | 240 |
| Cap block | 40 |
| Crusher run, base | 3.0 tons |
| #57 drainage stone | 5.9 tons |
| Perforated drain pipe | 40 ft |
| Geotextile fabric | 160 ft² |
| Construction adhesive | 6 tubes |
The deep4sol retaining wall calculator estimates concrete blocks, base gravel, and drainage stone using wall dimensions and block specifications. It also accounts for buried courses below grade.
Use it for landscaping, garden walls, and preliminary contractor material takeoffs.
Retaining walls hold back soil and must resist lateral earth pressure, possible water pressure, and surrounding loads.
Segmental retaining wall (SRW) blocks often stack without mortar. They sit on a compacted gravel pad with drainage stone behind them.
The calculator focuses on quantities, not engineering approval. Structural stability, reinforcement, soil bearing capacity, groundwater management, and local code compliance require separate consideration. Its approach best matches modular block walls with predictable course heights and a continuous aggregate base; poured-concrete or timber retaining walls require different estimating methods.
Enter your measured project dimensions:
| Calculator Input | What It Means | Effect on the Estimate |
|---|---|---|
| Wall length | Horizontal distance along the proposed wall face | Sets blocks per course and aggregate length |
| Exposed height | Wall height visible above finished ground | Determines visible block courses |
| Buried courses | Number of block rows below finished grade | Increases block count and total wall height |
| Block size | Dimensions of the selected concrete wall unit | Determines coverage per block and course height |
| Base depth | Thickness of the compacted gravel leveling pad | Controls base gravel volume |
| Base width | Width of the prepared aggregate foundation | Controls base gravel volume |
| Drainage stone thickness | Depth of free-draining aggregate behind the wall | Controls drainage stone volume |
The tool produces four core outputs:
Number of retaining wall blocks needed for the specified dimensions and buried rows.
Exposed height plus the height of buried courses.
Aggregate needed beneath the wall within the entered base dimensions.
Aggregate estimate for the drainage layer behind the wall.
Geogrid, drainage pipe, caps, adhesive, excavation disposal, and labor are not outputs.
For straight walls, measure end to end. For curved walls, estimate actual wall-face length using short segments.
Corners and curves may require special units or cuts.
Measure from finished ground level to the wall top. This is exposed, not total, height.
Estimate stepped or sloped sections separately when heights vary.
Enter the number of block courses below finished grade.
Required embedment depends on soil, grading, erosion risk, and wall design.
Use installed block face length and course height. Nominal dimensions can differ from usable coverage.
The retaining wall block calculator estimates ordinary courses; special pieces still need a layout check.
Enter the compacted base width, base depth, and drainage stone thickness from the approved detail.
A retaining wall blocks calculator treats each horizontal layer as a course. Determine how many courses the exposed height needs, add the buried rows, and calculate the blocks in each row. Avoid calculating from visible wall face area alone, because buried units would be excluded.
For a simple wall using uniform block courses:
Visible courses = Round up (Exposed wall height ÷ Installed block height)
Total courses = Visible courses + Buried courses
Blocks per course = Round up (Wall length ÷ Installed block face length)
Total blocks = Blocks per course × Total courses
Final layouts may involve running bonds, cuts, setbacks, or corner units.
Total wall height = Exposed height + (Buried courses × Installed block height)
Excavation depth additionally includes the gravel base.
For a rectangular base trench:
Base gravel volume = Wall length × Base width × Base depth
When dimensions are in feet, the result is cubic feet (ft³). To convert:
Cubic yards (yd³) = Cubic feet ÷ 27
Loose delivery volume may differ from compacted volume.
For a continuous rectangular drainage zone:
Drainage stone volume = Wall length × Drainage thickness × Drainage height
Use the design’s drainage height. A full-height zone can be approximated using total wall height.
Block cores and irregular drainage details may require additional stone.
Suppose you plan a straight garden retaining wall with these measurements:
| Project Detail | Example Measurement |
|---|---|
| Wall length | 30 ft |
| Exposed height | 3 ft |
| Block face length | 16 in (1.333 ft) |
| Block course height | 6 in (0.5 ft) |
| Buried courses | 1 |
| Base width | 2 ft |
| Base depth | 6 in (0.5 ft) |
| Drainage stone thickness | 12 in (1 ft) |
Visible courses = 3 ÷ 0.5 = 6 courses
Total courses = 6 + 1 = 7 courses
Blocks per course = Round up (30 ÷ 1.333) = 23 blocks
Estimated blocks = 23 × 7 = 161 blocks
3 + (1 × 0.5) = 3.5 ft
30 × 2 × 0.5 = 30 ft³
30 ÷ 27 ≈ 1.11 yd³ of base gravel
Assuming a full-height drainage zone:
30 × 1 × 3.5 = 105 ft³
105 ÷ 27 ≈ 3.89 yd³ of drainage stone
Confirm compaction, aggregate grading, and purchasing quantities before ordering.
A compacted gravel base provides a level, load-distributing surface.
The Concrete Masonry & Hardscapes Association (CMHA) describes typical segmental-wall leveling pads as compacted stone or concrete, with dimensions determined by the wall system and site design. Aggregate type and required compaction should come from that specification. A soft, uneven trench cannot be corrected by estimating extra gravel alone.
Drainage stone helps handle incidental seepage and reduce pressure from trapped water.
CMHA guidance describes a drainage aggregate zone extending at least 12 inches (305 mm) behind segmental retaining wall units, subject to the engineered design. Drainage stone works alongside correctly designed outlets, pipes, grading, and filtration; stone alone is not a complete drainage system. Where specified, a geotextile filter separates soil from stone to reduce clogging. The pipe must also discharge to an approved location instead of trapping water at the base.
Confirm setback, block orientation, base dimensions, and drainage details with manufacturer drawings. The Allan Block material-estimation guidance illustrates how aggregate needs can extend beyond the base and drainage column, particularly when block cores require stone.
Allow separately for cuts and breakage. The calculator has no waste-percentage input.
Walls supporting driveways, buildings, fences, or sloped backfill may need geotechnical assessment and engineered reinforcement. Even a relatively low wall can require special design because of groundwater or heavy loads. For walls requiring geogrid or other reinforcement, follow the design documents: block and gravel quantities alone do not describe the complete system.
Use the deep4sol retaining wall calculator to estimate blocks, total height, base gravel, and drainage stone.
Verify final quantities against site measurements and the approved design.
Questions
Keep going
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